Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 May 2024
Closing Date30 Jul 2024
Tender Amount₹ 3,85,41,000
Costs
EMD
₹ 7,71,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134472_1Bid Award Id
ViewTender No
TN24314Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
KM 1/0 - 2/0
2400
-
-
KM 2/0 - 3/0
2400
-
-
KM 3/0 - 4/0
2400
-
-
KM 4/0 - 5/0
2400
-
-
KM 5/0 - 5/600
1440
-
-
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
-
-
-
KM 0/0 - 1/0
1239.12
-
-
KM 1/0 - 2/0
1169.37
-
-
KM 2/0 - 3/0
1032.87
-
-
KM 3/0 - 4/0
1250
-
-
KM 4/0 - 5/0
1121.37
-
-
KM 5/0 - 5/600
518.87
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
-
-
-
KM 0/0 - 1/0
1518.61
-
-
KM 1/0 - 2/0
1516.2
-
-
KM 2/0 - 3/0
1285.84
-
-
KM 3/0 - 4/0
1463.62
-
-
KM 4/0 - 5/0
1347.36
-
-
KM 5/0 - 5/600
710.43
-
-
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
-
-
-
KM 0/0 - 1/0
557.61
-
-
KM 1/0 - 2/0
526.21
-
-
KM 2/0 - 3/0
464.8
-
-
KM 3/0 - 4/0
562.5
-
-
KM 4/0 - 5/0
504.62
-
-
KM 5/0 - 5/600
233.49
-
-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
-
-
-
KM 0/0 - 1/0
562.3
-
-
KM 1/0 - 2/0
533.88
-
-
KM 2/0 - 3/0
469.31
-
-
KM 3/0 - 4/0
568.17
-
-
KM 4/0 - 5/0
508.16
-
-
KM 5/0 - 5/600
233.49
-
-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
-
-
-
KM 0/0 - 1/0
3748.62
-
-
KM 1/0 - 2/0
3559.23
-
-
KM 2/0 - 3/0
3128.68
-
-
KM 3/0 - 4/0
3787.79
-
-
KM 4/0 - 5/0
3387.74
-
-
KM 5/0 - 5/600
1556.62
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
KM 0/0 - 1/0
3781.25
-
-
KM 1/0 - 2/0
3613.61
-
-
KM 2/0 - 3/0
3161.31
-
-
KM 3/0 - 4/0
3787.79
-
-
KM 4/0 - 5/0
3398.62
-
-
KM 5/0 - 5/600
1567.5
-
-
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Using Waste Plastic)
-
-
-
KM 0/0 - 1/0
187.44
-
-
KM 1/0 - 2/0
177.96
-
-
KM 2/0 - 3/0
156.43
-
-
KM 3/0 - 4/0
189.39
-
-
KM 4/0 - 5/0
169.39
-
-
KM 5/0 - 5/600
77.83
-
-
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Using Waste Plastic)
-
-
-
KM 0/0 - 1/0
3781.25
-
-
KM 1/0 - 2/0
3613.61
-
-
KM 2/0 - 3/0
3161.31
-
-
KM 3/0 - 4/0
3787.79
-
-
KM 4/0 - 5/0
3398.62
-
-
KM 5/0 - 5/600
1567.5
-
-
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
-
-
-
KM 0/0 - 1/0
8.43
-
-
KM 1/0 - 2/0
11.24
-
-
KM 2/0 - 3/0
5.62
-
-
KM 3/0 - 4/0
5.62
-
-
KM 4/0 - 5/0
5.62
-
-
KM 5/0 - 5/600
5.62
-
-
Construction of CC Pavement @ Ch:1/950 - 2/0 (50m)
-
-
-
Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.
25
-
-
Construction of CC Pavement @ Ch:2/0 - 2/165 (165m)
-
-
-
Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.
82.5
-
-
Construction of CC Pavement @ Ch:4/900- 5/0 (100m)
-
-
-
Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.
50
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-
Construction of CC Pavement @ Ch:5/00 - 5/050 (50m) and Km 5/500 - 5/600 (50m)
-
-
-
Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.
75
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-
Construction of Drain work at Ch.1/950 - 2/0 (50m) Both sides
-
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-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
133
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
21
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-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
14
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
36
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-
Construction of Drain work at Ch.2/0 - 2/165 (165m) Both sides
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
438.9
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-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
69.3
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
46.2
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
118.8
-
-
Construction of Drain work at Ch.4/900 - 5/000 (100m) Both sides
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
266
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
42
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
28
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
72
-
-
Construction of Drain work at Ch.5/0 - 5/050 (50m) Both sides
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
133
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
21
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
14
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
36
-
-
Construction of Drain work at Km 5/500 - 5/600 (100m) Both sides
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
266
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
42
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
28
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
72
-
-
Construction of Hardbed @ Ch.5/096 - 5/128
-
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
52.8
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-
Provision for CD Works 1.50m RCC Slab culvert @ Ch:2/539
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
95.56
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
10.92
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
10.92
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Below Sill Level
55.8
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-
Above Sill Level
37.4
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
3.88
-
-
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
3.82
-
-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
0.46
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
17.4
-
-
Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating.
5.2
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
18
-
-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
12.33
-
-
Provision for CD Works 1.50m RCC Slab culvert @ Ch:4/195
-
-
-
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
82.76
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
9.46
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
9.46
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
Below Sill Level
48.33
-
-
Above Sill Level
33.36
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
3.36
-
-
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
3.31
-
-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
0.35
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
-
-
Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating.
4.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
18
-
-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
8.71
-
-
Provision for Dismantling the existing 1 No. CD structures @ Ch:2/539
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
2.64
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
7.3
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202., Reinforced Cement Concrete
4.13
-
-
Provision for Kilometre Stones
5
-
-
Provision for Hectametre Stones
23
-
-
Provision for Guard Stone in the all culverts
56
-
-
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate /ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/ 10/ 97-DO.III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/ - 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/ - 2mm arid height not less than 30+/ - 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D428O and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete
-
-
-
Road Markers / Road Stud with Lens Reflector
120
-
-
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803
-
-
-
Road Marking
1074.35
-
-
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs {with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. lOm from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrète 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 ( as per MORT&H Specification No.801)
-
-
-
60cm equilator triangular Cautionary sign Board
34
-
-
60cm circular mantatory
12
-
-
80 cm x 60 cm rectangular (Informatory signs)
10
-
-
90 cm high octagon
2
-
-
Metal bracket with type IX flotoscent prismatic reflective sheeting which is suitable for guard rail it is available one way/two way. Applied for metal crash barriers/ guard rail/ to provide reflection across wide range observation Reflector(Near culverts & trees)
84
-
-
Provision for Citizen board
2
-
-
Provision for Logo board
5
-
-
Provision for Name board
1
-
-
Provision for PMGSY Maintenance Board
2
-
-
For the First Year from the date of completion of work
5.6
-
-
For the Second Year from the date of cpmpletion of work
5.6
-
-
For the Third Year from the date of completion of work
5.6
-
-
For the Fourth Year from the date of completion of work
5.6
-
-
For the Fifth Year from the date of completion of work
5.6
-
-
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
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